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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹86,530Accepted-AOC | ₹86,530 | L1 | Accepted-AOC Being lowest and reasonable |
| 2 | L2₹1.2 L+₹31,370 (36.3%)Rejected-Finance | ₹1.2 L+₹31,370 (36.3%) | L2 | Rejected-Finance Not being lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical Not Validated |
Tender Value
₹1.5 L
EMD Value
₹5,000
Closing Date
23 Dec 2020, 6:00 pmClosed
CWE WELLINGTON
Headquarters, Commander Works Engineers,Military Engineer Services Ministary of defence Wellington, Barraks-Post, The Nilgiris, PIN 643231
CONSULTANCY SERVICES FOR SOIL INVESTIGATION FOR PROVN OF DEFI OTM ACCN FOR FD REGT AT MADUKKARAI UNDER GE WELLINGTON
2020_MES_390403_2
84927/E8
Open Tender
Consultancy Services
Item Rate
90 days
Coimbatore
Group-III Category K or J
6 documents required · 6 mandatory
₹300
GE WELLINGTON
₹5,000
20 Jan 2021
1 Dec 2020
25 Dec 2020
1 Dec 2020
23 Dec 2020
9 Dec 2020
Amount
Boring of 03 Nos of bore holes through all kind of soil up to a depth of 10 mtrs and boring of 01 bore hole of 6.0m depth for building below ground level for up to strain value > 50, collecting samples and conducting necessary field tests as per following parameters:- (i) Depth of bore holes may be taken minimum 10mtrs or N value reaches 50, which ever is earlier. (ii) SPT value at every 0.75m intervals and change of strata (iii) Grain size distribution and analysis (iv) Soil characteristics (v) Value of cohesion and angle of internal friction (vi) Recommended SBC at different depths of foundation ie., 1500mm, 2000mm, 2500mm (vii) SBC and its calculation based on 'N' value shear strength and settlement criteria should be worked out for following size of footing 1.5x1.5, 1.5x2.5, 2x2.5 & 2x3m (viii) Depth of water table ( maximum and minimum) (ix) Depth of expansive soil and its properties, if any (x) Recommendations for type of foundation (xi) Recommendation as regards possibility of liquefaction of soil in case of saturated or partially saturated or un compacted sandy soil (xii) Recommendation for filling under floors and filling under protection including plinth protection (xiii) Chemical analysis of soil (xiv) Any other recommendations Note:- (i) Soil investigation and the report shall be as per NBC, IS 1892, 2131, 2132, 1888, 2720, 1904, 6403, 8009, 1498, 4968 & SP 36 in general. (ii) Soil investigation report shall be got vetted from IITs/NITs/any other reputed Government Engineering College (iii) Soil investigation report shall comprise recommendations on type of foundation, depth of foundation, design safe bearing capacity of soil and type of cement to be used for foundation
Myrtle project and Consultancy Private Limited
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